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ABBREVIATION IBC 2018 TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION 8 AND IN. INCHE(S) - REFERENCED IBC FEET(FOOT) INT. INTERIOR VERIFICATION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD REFERENCE INCH(INCHES) 1. INSPECTION OF REINFORCING STEEL,INCLUDING PRESTRESSING - X ACI 318:20,25.2,25.3, 1908.4 Cj # POUND(S),NUMBER JST. JOIST TENDONS AND PLACEMENT. 26.6A-26.6.3 Z EQUAL(S) JT. JOINT 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH - - AWS Dl A ACI 318: - I PER TABLE 1705.2.2,ITEM 5b. 26.6.4 3 K KIPS(1000) 3. INSPECTION OF ANCHORS CAST IN CONCRETE. - X ACI 318:17.8.2 °c ABV A.B. ANCHOR BOLT. ABOVE EAT. LATERAL 4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE - X m ADD. ADDITIONAL LB. POUND(S) MEMBERS. N o ADJ. ADJACENT L.B. LAG BOLT(S) a.ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY X - ACI 318:17.8.2.4 ALUM. ALUMINUM US. LONG(ITUDINAL) INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS ALT. ALTERNATE LGTH. LENGTH b.MECHANICAL AND ADHESIVE ANCHORS NOT DEFINED IN 4a. - X ACI 318:17.8.2 aq E APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING 5. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318:CH 19,28.4.3, 1904.1,1904.2, W ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL 28.41 190..1,19082, ASSY ASSEMBLY LLV LONG LEG VERTICAL 6. PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS FOR X - ASTM C 172,ASTM C 1908.10 ` m B. BOTTOM LT. LONG SLOTTED HOLES) STRENGTH TESTS,PERFORM SLUMP AND AIR CONTENT TESTS,AND 31,ACI 318:26.4,26.12 S m BEN. BELOW LT.. LIGHTWEIGHT DETERMINE THE TEMPERATURE OF CONCRETE. O�_ BEN BOUNDARY EDGE NAILING L.W. LIGHTWEIGHT 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X - ACI 318:26.5 1908.6,1908.7, 2 z N B.F. BRACED FRAME BLDG. BUILDING MAS. MASONRY PROPER APPLICATION TECHNIQUES. 1908.8 fO�R BLK. BLOCK MASN. MASONRY 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE - X ACI 318:26.5.3-26.5.5 1908.9 BLKG. BLOCKING MAT. MATERIAL ANDTECHNIQUES. BLW. BELOW MAX. MAXIMUM 9. INSPECTION OF PRESTRESSED CONCRETE: (� BM. BEAM M.B. MACHINE BOLT a. APPLICATION OF PRESTRESSING FORCES. X - ACI 318:26.10 BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER b. GROUTING OF BONDED PRESTRESSING TENDONS IN THE X - ACI 318:26.10 BN BOUNDARY NAILING MECH. MECHANICAL BNORY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT SEISMIC-FORCE-RESISTING SYSTEM. B.O. BOTTOM OF MEZZ. MEZZANINE 10. ERECTION OF PRECAST CONCRETTE MEMBERS. - X ACI 318:CH 26.8 N B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH,PRIOR TO - X ACI 318:26.11.2 - B.O.F. BOTTOM OF FOOTING MIN. MINIMUM STRESSING OF TENSONS IN POST TENSIONED CONCRETE AND PRIOR `a+VI BRDG. BRIDGE(ING) MISC. MISCELLANEOUS TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL BRG. BEARING MTL METAL SLABS' BTM. BOTTOM 12. INSPECT FORMWORK FOR SHAPE,LOCATION AND DIMENSIONS OF THE - X ACI 318:26.11.1.2(b) BT/N. BETWEEN IN) NEW CONCRETE MEMBER BEING FORMED. N.L.B. NON-LOAD BEARING o C CAMBER NO. NUMBER yd,� CAMB. CAMBER(ED) N.S. NEAR SIDE dJ bys' CANT. CANTILEVERED) N.T.S. NOT TO SCALE IBC 2018 AISC 360 MINIMUM REQUIREMENTS FOR INSPECTION OF STRUCTURAL STEEL BUILDINGS CIF CUBIC FOOT N.W.C.NORMAL WEIGHT CONCRETE C.I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT O.C. ON CENTER SPECIAL INSPECTIONS FOR STEEL BUILDINGS CL CENTER LINE O.D. OUTSIDE DIAMETER CLG. CEILING O.F. OUTSIDE FACE SPECIAL INSPECTIONS AND NON-DESTRUCTIVE TESTING OF STRUCTURAL STEEL ELEMENTS IN BUILDINGS,STRUCTURES AND PORTIONS THEREOF SHALL BE IN CLR. CLEAR O.H. OPPOSITE HAND ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-16-CHAPTER N COL. COLUMN OPNG. OPENING CONC. CONCRETE OPP. OPPOSITE CONN. CONNECTION ORNT.ORIENTATE(ION) CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD IBC 2018 RISC 360 STEEL INSPECTIONS CONT. CONTINUOS O.W.J.OPEN WEB JOIST CTSK. COUNTERSINK CTR. CENTERED) PAR, PARALLEL INSPECTION TASKS QC QA CY CUBIC YARD PIC PRECAST PEN PANEL EDGE NAIL 0= OBSERVE ITEMS ON A RANDOM BASIS-OPERATAIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS d PENNY(NAILS) PERP. PERPENDICULAR P= PERORM THESE TASKS FOR EACH ITEM NOTED AT EACH MEMBER C DB DROPPED BEAM PL. PLATE N5.4-1 INSPECTION TASKS PRIOR TO WELDING DBA DEFORMED BAR ANCHORS PL PROPERTY LINE H WELDING PROCEDURE SPECIFICATIONS(WPES)AVAILABLE P P DBE. DOUBLE PUN PLAN DCW DEMAND CRITICAL WELD PLMBG. PLUMBING MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P DEPT. DEPARTMENT PLYWD. PLYWOOD MATERIAL IDENTIFICATION(TYPE/GRADE) O O DET. DETAIL PSF POUNDS PER SQUARE FOOT WELDER IDENTIFICATION SYSTEM 0 O OF DOUGLAS FIR PSI POUNDS PER SQUARE INCH FIT-UP GROOVE WELDS(INCLUDING JOINT GEOMETRY);JOINT PREPARATION;DIMENSIONS(ALIGNMENT ROOT OPENING,ROOT FACE, 0 O DIA. DIAMETER P.T. PRESERVATIVE TREATED BEVEL);CLEANLINESS(CONDITION OF STEEL SURFACES);TACKING(TACK WELD QUALITY AND LOCATION);BACKING TYPE AND FIT(IF DIAG. DIAGONAL PT POST TENSION(ED) APPLICABLE) DIAPH. DIAPHRAGM DIM. DIMENSION QTY. QUANTITY CONFIGURATION AND FINISH OF ACCESS HOLES O O ON. DOWN FIT-UP OF FILLET WELDS:DIMENSIONS(ALIGNMENT,GAPS AT ROOT);CLEANLINESS(CONDITION OF STEEL SURFACE);TACKING(TACK O O g D.O. DfTTO(REPEAT) R. RADIUS WELD QUALITY AND LOCATION) OF. DEEP RAD. RADIUS I CHECK WELDING EQUIPMENT p D.S. DRAG STRUT RE: REFERENCE N5.4-2 INSPECTION TASKS DURING WELDING DWG. DRAWING(S) REF. REFERENCE USE OF QUALIFIED WELDERS O O ?7 y OWL. DOWEL(S) REINF. REINFORCEMENT(ING) CONTROL AND HANDILING OF WELDING CONSUMABLES:PACKAGING;EXPOSURE CONTROL O 0 REF. REQUIRED NO WELDING OVER CRACKED TACK WELDS O 0 (E) EXISTING R.F. RGID FRAME n Lu w o. m EA. EACH R.O. RIOUGH OPENING ENVIRONMENTAL CONDITIONS:WIND SPEED WITHIN LIMITS;PRECIPTITATION AND TEMPRATURE O 0 m E.E. EACH END R.S. ROUGH SAWN WPS FOLLOWED:SETTINGS ON WELDING EQUIPMENT;TRAVEL SPEED;SELECTED WELDING MKATERIALS;SHIELDING GAS TYPE/FLOW O 0 di rn z p w E.F. EACH FACE RATE;PREHEAT APPLIED;INTERPASS TEMPRATURE MAINTAINED(MI WMAX);PROPER POSITION(F,V,H,OH g ) p z¢V W c d o w E.J. EXPANSION JOINT SCH, SCHEDULE WELDING TECHNIQUES:INTERPASS AND FINAL CLEANING;EACH PASS WITHIN PROFILE LIMITATIONS;EACH PASS MEETS QUALITY O 0 w O o Y y o o a o EL. ELEVATION SCL STRUCTURAL COMPOSITE WOOD REQUIREMENTS ELEV. ELEVATOR SCHED. SCHEDULE N5.4-3 INSPECTION TASKS AFTER WELDING EMBO. EMBED(MENT) SHT. SHEET EN EDGE NAIL SIM. SIMILAR WELDSCELANED O 0 ENG. ENGINEER S.J. SHRINKAGE CONTROL JOINT SIZE,LENGTH AND LOCATION OF WELDS P P EQ. EQUAL SKW. SKEW(ED) WELDS MEET VISUAL ACCEPTANCE CRITERIA:CRACK PROHIBITION;WELD/BASE-METAL FUSION;CRATER CROSS SECTION;WELD P P EQPT. EQUIPMENT S.O.G. SLAB ON GRADE PROFILES;WELD SIZE;UNDERCUT;POROSITY E.W. EACH WAY SPC. SPACE(S)(ING) ARC STRIKES P P EXP. EXPANSION SPEC. SPECIFICATION(S) X-AREA P p EXISTING S SQUARE EXT. EXTERIOR STD. STANDARD BACKING REMOVED AND WELD TABS REMOVED(IF REQUIRED) P P EXT. STGR. STAGGER REPAIR ACTIVITIES p p FAB. FABRICATION STFF. STIFFENER(S) DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P FB FLUSH BEAM STIR. STIRRUP(S) N5.6-1 INSPECTION TASKS PRIOR TO BOLTING FDN. FOUNDATION STL. STEEL MANUFACTURERS CERTIFICATION AVAILABLE FOR FASTENER MATERIALS O P F.F. FINISH FLOOR STRUC. STRUCTURAL FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O 0 FIN. FINISHED) STRUCT. STRUCTURAL PROPER FASTENERS SELECTED FOR THE JOINT DETAIL(GRADE,TYPE,BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR 0 O FUR. FLANGE SUMP. SYM ETRICALION) PLANE) - PLR. FLOOR SYMM. SYMMETRICAL FN FIELD(FACE)NAIL PROPER BOLOTING PROCEDURE SELECTED FOR JOINT DETAIL 0 0 - F.O. FNISHED OPENING T. TOP CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE PAYING SURFACE CONDITION AND HOLE PREPARATION,IF SPECIFIED,MEEET 0 0 F.O.C. FACE OF CONCRETE TAB, TOP AND BOTTOM APPLICABLE REQUIREMENTS F.O.M. FACE OF MASONRY TEMP. TEMPORARY PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES P 0 F.O.S. FACE OF STUD T.BG. TONGUE AND GROOVE AND METHODS USED i--i F.O.W. FACE OF WALL THK. THICK(NESS) PROPER STIRAGE ORICUDED FIR BIKTS,NUTS,WASHERS AND OTHER FASTENER COMPONENTS 0 O FIRM. FRAME(ING) THRD. THREADED N5.6-2 INSPECTION TASKS DURING BOLTING F.S. FAR SIDE TN TOE NAIL FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED IN ALL HOLES AND WASHERS IF REQURIED)ARE POSITIONED AS REQUIRED O 0 (/) FT. FEET(FOOn T.O.S. TOP OF SHEATHING(SLAB) ( ^� FRTW FIRE RETARDANT TREATED T.O.W. TOP OF WALL IJOINT BROUGHT TO THE SNUG-TIGHT CONDITIO PRIOR TO THE PRETENSIONING OPERATION O 0 (_ WOOD TRANSV. TRANSVERSE FASTENER CONPNENT NOT TURNED BY WRENCH PREVENTED FROM ROTATING O 0 O FTG. FOOTING T.O.S..TOP OF STEEL FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPEC,PRGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT 0 0 TYP. TYPICAL TOWARD THE FREE EDGES a--� GALV GAUGEGALVANIZE(D) U.N.O. UNLESS NOTED OTHERWISE N5.6-3 INSPECTION TASKS AFTER BOLTING GB. GRADE BEAM U/S UNDERSIDE DOCUMENT ACCEPTANCE OR REJECTION FO BOLTED CONNECTIONS P P O GLB GLUE LAMINATED BEAM N6.1 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT CI) GIRD. GRADE V. VERTICAL PLACEMENT AND INSTALLAATION OF STEEL DECK P P ' 1 4- GWB GYPSUM WALLBOARD VERT. VERTICAL PLACEMENT AND ISNTALLATION OF STEEL HEADED STUD ANCHORS P P GYP. GYPCRETE VIF VERIFY IN FIELD DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P r n H. HORIZONTAL W. WIDE(WIDTH) a H HOEDOWN W/ WITH J H..D.G. HOT DIPPED GALVANIZED W/0 WITHOUT O `c HDR. HEADER WD. WOOD HOP. HANGER W.H.S. WELDED HEADED STUDS th HORZ. HORIZONTAL W.P. WORK POINT 4- cdth ^y O HORIZ. HORIZONTAL W.S. WELDED STUD (� HR HEADER WT. WEIGHT H.S.B. HIGH STRENGTH BOLT W.W.F. WELDED WIRE FABRIC l G Y HT. HEIGHT U }, O ^� XSTG EXTRA STRONG I.D. INSIDE DIAMETER XX-STG DOUBLE EXTRA STRONG I.E. INVERT ELEVATION I.F. INSIDE FACE YD YARD `ICJ 4•o N 0) w' a� silN Y m 0 2